REPAIR REPLACEMENT CLEANING OF SEWAGE LINE MANHOLE GULLY TRAPS AND MISC WORK IN OFFRS ENCLAVE AND OP AREA AT AF STATION HALWARA

Amount

Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillars etc all as specified.

Brick work built in cement mortar (1:6) with old size sub class ‘B’ bricks straight or curved on plan exc 6m mean radius complete all as specified.

All as per srl item No 2.00 above but except bricks. (Note :- Brick shall be reused as obtained serviceable from item No 1 above)

MS galvanised punched tape concertina coil of 600 mm coil dia or any other coil dia size to any type of standards rails etc including provision of mild steel (annealed) binding wire complete all as specified and directed. Note :- A BOO shall be convened by GE to ascertained the weight of concertina coil.

Dismantling galvanised mild steel barbed wire complete all as specified.

Galvanised 2 strand, steel barbed wire 2.24mm dia barbed wih 2mm dia barbs at 75mm spacing and stranining and fixing to any type of standard rails straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc. complete all as directed (each line wire to be measured)

All as per srl item No 6.00 above but in restraining, resecuring including making good

S&F in repairs, chain link fencing any size including lines wires straining bolts including binding wire etc completie all as specified and directed.

Dismantling post or struts (wooden, steel or RCC) any section including taking out embedded portion in concrete and making good disturbed ground surfaces complete alll as specified and directed.

Mild steel angle iron or other steel sections as in gates, ladder, cooler stand, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets (for securing wire mesh) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde E -165

Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n.exc 10cm and dia meter of shank 16mm to 30mm complete all as specified.

M&L for two coats of synthetic enamel paint over a coat of red oxide primer on new steel surfaces over 10 cm width or girth including preparation of surfaces complete all as specified.

Taking down cement plaster or cement lime plaster on brick walls etc including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified.

M&L for rendering 15mm thick in CM (1:4) mixed with water proofing compound as per manufacturers instructions, on surface of brick work or concrete surfaces & finished even and smooth without using extra cement complete all as specified. Note : WPC shall be measured and paid separately as supply only.

M&L for rendering 15mm thick in CM (1:6) mixed with water proofing compound as per manufacturers instructions, on outer wall of manholes, surface of brick work or concrete surfaces & finished even and smooth without using extra cement complete all as specified. Note : WPC shall be measured and paid separately as supply only.

Supply only integral water proofing compound

Preparing new plastered or un- plastered surface of walls and applying two coats of cement base paint (white or coloured) complete all as specified.

Providing precast cement concrete louvers and jallies 25mm thick (measured solid) including all mouldings but excluding frame (precast frame shall be measured separately) setting in cement mortar 1:4 precast cement concrete jalli type B-0 1:2:4 ( 12.5mm graded aggregate) complete all as specified.

Precast reinforced cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) in bands, copings, bed plates, kerbs, water troughs, and the like including weathering slightly rounded or chamfered angles and throating complete all as specified & directed.

Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise described complete all as specified.

Precast RCC (1:2:4) type B-1 using 20mm graded stone aggregate as manhole covers and similar articles with plain face, set in cement mortar 1:4 complete all as specified.

TMT bars 10mm dia cut to length bent to shape required including bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. or securing with clips complete all as specified.

Demolition of cement concrete (unreinforced) as in ground floors and pavings not exc. 15cm thickness (below or above ground level) complete all as specified.

Demolition of tiles of any description or thickness in floors, aprons etc complete all as specified and directed.

M&L for rubber finished chequerred cement concrete tiles rubber finish with grey cement and pigments, 300x300x25mm thick, set jointed and pointed in neat cement slurry over and including 20mm thick screeding bedding in cement mortar 1:6 complete all as specified and directed.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep for foundations, etc. or for shafts, wells, cesspits, manholes, pier holes, etc not exc. 10 sqm on plan and n exc 1.5mm in depth and getting out in soft/loose soil complete all as specified.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep for foundations, etc. or for shafts, wells, cesspits, manholes, pier holes, etc not exc. 10 sqm on plan and n exc 1.5mm in depth and getting out in any type of soil including taking out non functional SGSW pipe of any sizel complete all as specified and directed by Engr-in-Charge..

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm complete all as specified.

Removing excavated surplus soil to a distance exceeding 1.5 km but not exc 5 Km and depositing where directed at a level not exc. 1.50 km above the starting point complete all as specified.

Demolition and breaking up 100mm bore drain pipes (Salt glazed ware,AC or reinfored concrete) set in cement mortar complete all as specified and directed.

Demolition and breaking up 150mm bore drain pipes (Salt glazed ware,AC or reinfored concrete) set in cement mortar complete all as specified and directed.

Demolition and breaking up 200mm bore drain pipes (Salt glazed ware,AC or reinfored concrete) set in cement mortar complete all as specified and directed.

S&F 110mm PVC (SWR)rain water pipe single socketed in any length with rubber ring joints laid in trenches complete all as specified and directed

M&L for 150mm internal bore dia reinforced concrete pipes, class NP3 laid in trenches and jointed and testing complete all as specified and directed.

M&L for 150mm internal bore dia double wall corrugated PE pipes laid in trenches and jointed and testing complete all as specified and directed.

M&L for 200mm internal bore dia reinforced concrete pipes, class NP3 laid in trenches and jointed and testing complete all as specified and directed.

Concrete bed to drain pipes of PCC (1:4:8) type D-2 using 40 mm graded stone aggregate including packing under, and haunching against the sides of pipes after they are laid and tested for 150 mm bore RCC pipe line complete all as specified and as directed. Note: RCC pipe will be measured and paid for separately.

All as per Srl item No 37.00 above but 200mm dia pipe.

All as per Srl item No 37.00 above but 110mm dia pipe.

M&L for PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete etc complete all as specified.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering cutting out existing bending for and forming branch channel (1/2 round or ¾ section) in cement concrete (1:2:4) type B-1, smooth finished and reforming benching as required suitable for 150 mm internal dia of pipe complete.

All as per srl item No. 41.00 but 200mm dia pipe.

Removing the man hole cover (CI or RCC) opening any type of man hole rectangular/ circular of depth not exceeding 3m, taking out sludge/solid contents from the manhole with manual labour or by mechanical pumping (at contractor's discreations), making it fully functional, refixing the manhole cover and removing the sludge/solid contents outside MOD land complete all as specified and directed by Engr-in-Charge.

Removing the man hole cover (CI or RCC) opening any type of man hole rectangular/ circular of any depth and cleaning/ opening of blockage in 100 mm bore pipe line with manual labour or by mechanical means at Contractor's discretion, making it fully functional to entire satisfaction of Engineer-in-Charge and re-fixing the manhole cover to its original position complete all as specified and directed. Note : 1. Length of pipe line only shall be measured and paid. 2. Cleaning manholes including dewatering & removal of sludge shall deemed to be included in quoted rates. 3. Working in foul condition.

All as per Srl item No. 44.00 here-in-before but 150 mm bore pipe line.

All as per Srl item No. 44.00 here-in-before but 200 mm to 300 mm bore pipe line.

Removing the cover (CI or RCC)/ opening any type and Balling out (dewatering) of water, sewage (sludge), liquid, semi liquid, mud, silt, clay, sand and all other foreign organic and inorganic material and solid suspended contents and floating matters inside the, septic tanks, soakage wells, sewage plants/ sumps of any size and depth and any capacity by mechanical pumping by plugging inlets as required, de-sludging and getting out, removing including carrying it outside the defence/ cantonment area upto a distance of 1.5 KM deposited where directed in borrow pits and covering the buried pit with 15 cm thick layer of earth / soil and re-fixing the main hole cover to its original position all as directed by Engineer-in-Charge and making sewage system such as septic tank, soakage well, sewage plants/ sumps fully functional to the entire satisfaction of Engineer-in-Charge. Note : 1. Working is in foul conditions. 2. Solid contents after dewatering shall only be measured and paid. 3. Sewage/ sludge shall be removed in closed container mounted on vehicle.

Bailing out (dewatering) of water, sewage (sullage), liquid, semi liquid and solid suspended contents and floating matters of filteration bed of size 6.70m x 3.45 m (double chamber) having approximate depth upto 9.00 metre by mechanical pumping by plugging inlets as required; desludging and getting out mud/ sludge/ silt/clay/sand/grit etc and all other foreign organic and inorganic materials, from filteration bed and getting out muddy sludge, silt and all other foreign particle material, grass, bushes, vegetation etc. and removing outside cantonment area up to a distance of 1.5 KM deposited where directed in borrow pits and covering the buried pit with 15cm thick layer of earth/soil; including carrying it outside the cantonment area and re-fixing the manhole cover to its original position and removing and depositing out of defence land or all as directed by Engineer-in-Charge and making oxidation pond fully functional to the entire satisfaction of Engineer-in-Charge. Note:1 Working in foul conditions. 2. Sewage/ sullage shall be removed in closed container mounted on vehicle.

M&L for 100mm thick PCC 1:4:8, type D-2 using 40mm crushed stone aggregates as in sub base to floors finished fair and even complete all as specifided and directed.

M&L for rubber finished 60mm thick interlocking paver block with grey cement and pigments of any size and shape confirming to IS 15658-2006, M-35 grade as approved by GE, laid in floorings and joints filled.broomed with fine sand complete all as specified and directed.

M&L for sand fiilling under floors or in foundations including watering and consolidation complete all as specified and directed.

BEHL AND COMPANY

M/S Satguru enterprises

JINDAL AND COMPANY